Pique, J. R.
On the Use of Simple Models in Nonlinear Dynamic Analysis.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
September 1976,
284 p.
Identifying Number(s): R76-43
Keywords: Seismic waves; One degree of freedom; Ground motion; Elastic properties; Earthquake engineering; Earthquake resistant structures; Earthquakes; Degrees of freedom; Framed structures; Nonlinear systems; Dynamic structural analysis
Riddell, R.; Newmark, N. M.
Statistical Analysis of the Response of Nonlinear Systems Subjected to Earthquakes.
National Science Foundation, Washington, DC. Engineering and Applied Science.,
August 1979,
312 p.
Identifying Number(s): ['STRUCTURAL RESEARCH SER-468', 'UILU-ENG-79-2016']
Keywords: Dynamic response; Ground motion; One degree of freedom; Theses; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Earthquakes; Soil structure interactions; Reinforced concrete; Structures; Design criteria; Nonlinear systems; Dynamic structural analysis
Mahin, S. A.; Lin, J.
Construction of Inelastic Response Spectra for Single-Degree-of-Freedom Systems: Computer Program and Applications.
National Science Foundation, Washington, DC.,
June 1983,
98 p.
Identifying Number(s): UCB/EERC-83/17
Keywords: Dynamic response; One degree of freedom; Earthquake engineering; Guidelines; Earthquakes; Structural design; Computer applications; Structures; Mathematical models; Dynamic structural analysis
Iemura, H.; Jennings, P. C.
Hysteretic Response of a Nine-Story Reinforced Concrete Building During the San Fernando Earthquake.
National Science Foundation, Washington, DC. Applied Science and Research Applications.,
October 1973,
60 p.
Identifying Number(s): EERL-73-07
Keywords: Dynamic response; Ground motion; One degree of freedom; Buildings; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Earthquakes; Reinforced concrete; San Fernando Earthquake; Concrete construction; Dynamic structural analysis
Tansirikongkol, V.; Pecknold, D. A.
Approximate Modal Analysis of Bilinear MDF Systems Subjected to Earthquake Motions.
National Science Foundation, Washington, DC. Research Applied to National Needs.,
August 1978,
221 p.
Identifying Number(s): ['STRUCTURAL RESEARCH SER-449', 'UILU-ENG-78-2010']
Keywords: Dynamic response; One degree of freedom; Ten degrees of freedom; Elastic properties; Earthquake engineering; Buildings; Mechanical hysteresis; Theses; Earthquakes; Structures; Degrees of freedom; Three degrees of freedom; Dynamic structural analysis
Gates, N. C.
The Earthquake Response of Deteriorating Systems.
National Science Foundation, Washington, D.C.,
March 1977,
143 p.
Identifying Number(s): EERL-77-03
Keywords: Dynamic response; Seismic waves; One degree of freedom; Deterioration; Deteriorating structures; Earthquakes; Structures; Cyclic loads; Dynamic structural analysis